. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION OF WEST BREAKWATER-H (BUILT IN 1905) (S) COVER STONE-SIZE'19 TONS PER LIN. FT. (§) QUARRY STONE-SIZE-4 TONS PER LIN. FT. © SMALL RIPRAP STONE-SIZE â 18 TONS PER LIN. FT. CAPPING STONE FOOTING STONE 30' ' ' ' CHANNEL SIDE SECTION OF WEST BREAKWATER-J (BUILT 1905) (REPAIRED 1925) Figure 236. Typical west breakwater ro =! sections, Fairport Harbor, Ohio 351. Please note that these images are extracted from scanned page images that may have been digi


. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION OF WEST BREAKWATER-H (BUILT IN 1905) (S) COVER STONE-SIZE'19 TONS PER LIN. FT. (§) QUARRY STONE-SIZE-4 TONS PER LIN. FT. © SMALL RIPRAP STONE-SIZE â 18 TONS PER LIN. FT. CAPPING STONE FOOTING STONE 30' ' ' ' CHANNEL SIDE SECTION OF WEST BREAKWATER-J (BUILT 1905) (REPAIRED 1925) Figure 236. Typical west breakwater ro =! sections, Fairport Harbor, Ohio 351. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Bottin, Robert R; U. S. Army Engineer Waterways Experiment Station; United States. Army. Corps of Engineers; Repair, Evaluation, Maintenance, and Rehabilitation Research Program. [Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Center]


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